WQ0024101_Regional Office Historical File Pre 2018

V-14.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 8, 2004
Mr. J. Brooks Davis, Manager
Davis Trace, LLC
14624 Barney Drive
Charlotte, North Carolina 28227
Subject: Permit No. WQO024101
Davis Trace, LLC
Davis Trace Sewer
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Davis,
In accordance with your application received on June 23, 2004, we are forwarding herewith
Permit No. WQ00241O1, dated July 8, 2004, to Davis Trace, LLC for the construction and operation of
the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, and shall be subject to the conditions and limitations as specified therein. This
cover letter shall be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee. Also note Permit Condition 12
regarding wet well storage reliability.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1)15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Mooresville Regional Office
919 N. Main Street, Mooresville, NC 28115
Internet http://h2o.enr.state.nc.us/
Telephone [phone] Fax [phone]
A*L
NCDENR
DENR Customer Service Center
Telephone [phone]

1
Mr. J. Brooks Davis
Page 2
July 8, 2004
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Davis Trace, LLC for the construction and operation of approximately 608 linear feet of 6-
inch gravity sewer; approximately 181 linear feet of 8-inch gravity sewer; a 30-gallon per minute pump
station with duplex pumps, on -site audible and visual high water alarms, and wet well storage; and
approximately 680 linear feet of 2-inch force main to serve 5 lots as part of the Davis Trace Sewer
project, and the discharge of 950 gallons per day of collected domestic wastewater into Charlotte
Mecklenburg Utilities' existing sewerage system, pursuant to the application received June 23, 2004,
and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other
supporting data subsequently fled and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in Charlotte Mecklenburg
Utilities' MCAlpine Creek WWTP (NPDES No. NC0024970) prior to being discharged into the receiving
stream.
This permit shall become voidable unless the agreement between Davis Trace,, LLC and
Charlotte Mecklenburg Utilities for collection and final treatment of wastewater is in full force and effect.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes 143-215.6A to 143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such, demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Sonja Williams at (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Mecklenburg County Health Department
Mecklenburg County Water Quality Program
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0024970)
Denver Toler, Eagle Engineering
Water Quality Central Files
NDPU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .020D.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143.215.1 C.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Department of Environment
and Natural Resources, Division of Water Quality, 919 North Main Street, Mooresville, N.C. 28115.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the 'wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permiftee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
2

11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any, failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible, but shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported
to the Division of Emergency Management at telephone number [phone] or (919) 733-
3300. Persons reporting any of the above occurrences shall file a spill report by completing Part
of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Part II of Form CS-SSO (or the most current Division approved form)
can also be completed to show that the SSO was beyond control.
12. The waters which may be impacted in the event of a power failure at the pump station permitted
herein are classified as C waters. In accordance with 15A NCAC 2H .0219(h)(3), a letter of power
reliability has been provided from Union Power Cooperative, and included in the application
package. Additionally, sufficient storage shall be provided in the pump station wet well above the
high water alarm level to hold the wastewater expected to become tributary to the pump station
during maximum outage time as determined. Please be aware that selection of this power
reliability option does not relieve the applicant of liability of future enforcement actions should a
discharge of wastewater occur at the pump station.
Permit issued this the 8th day of July, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/0,
for Alan W. Klimek,.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024101
3

Fast Track Engineering Certification
Permit No. WQ0024101
July 8, 2004
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial El Final
I, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (El periodically, ❑ weekly, ❑ full time) the construction of the Davis Trace Sewer,
Mecklenburg County project for the Permittee hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within
substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY
MOORESVILLE REGIONAL OFFICE
919 N. MAIN STREET
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

OF NORTH CAROLINA
LINTY OF Mecklenburg Permit No. W Q 002-4 I d )
DEVELOPER'S OPERATIONALAGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this E3 day of
J u L. Y -2.0674 , by and between the .North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Davis Trace, LLC , a corporation/general partnership registered/licensed to do business
in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg County,
upon which it is erecting and will erect dwelling units and other improvements, said development to be
known as Davis Trace (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater, collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said Iands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be foamed or will cause to be formed at the time of filing of the
Declaration, the Davis Trace Utility Association (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
b. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as .follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.

f he :DEVELOPER ,shall provide mhe Declaration and „Association Bylaws that the :Disposal System and
appurtenances thereto are part oldie common elements and hall thereafter be properly ,maintained iiid
operated in ,conformity with iaw and the proN,,isions of the permit for construction, operation, repa„ir, and
maintenance of the system and -facilities.. '1' he 'Declaration and „Bylaws shah identify the entire wastewater
treatment, collection and disposal systemas a coramon element which will receive the 114.i:hest priority for
expenditures by the Association except -.for Federal, State, and local (axes and insurance.
5, The DEVELOPER shall provide in the Declaration and Association Bylaws that the :Disposal System -will
be maintained out of the common expenses, In order to assure that there shall be funds readily available to
repair, maintain or construct the :Disposal System, beyond the routine operation and maintenance
expenses. the Declaration and Association Bylaws shall pro -vide that a fund he created out of the common
expenses, Such fund shall he separate from the routine m.aintenance hinds allocated for the hicility and
shall be part of the yearly budget.
In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal Sy -stem, the Declaration and Association Bylaws shall provide :for
special assessments to cover such necessary costs. 71here shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall pro:vide that such special assessments can be made as
necessary at any tirne.
7. If a Wastew at e r collection system and wastewater treatment and or disposal facility- provided by any city..
town, village, county: water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and 'future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey' or transfer as much of the Disposal System and such„necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
Recognizing that it Nyould he contrary to the public interest and to the public health., safety and welfare for
the Association to enter into -voluntary dissolution without having made adequate provision for the
continued proper ma„intenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into Volu nt a r y dissolution without
first: having transferred its saki system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a pennit.
9. The agreements set forth in numbered paragraphs 2, 3, 4_5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation .of the Disposal System.
1,0„ \, copy of this agreement shall be filed at the Register of Deeds in the Countyties) where the Declaration is
filed and in the offices al the Secreta„r of State of North. Carolina with the „Articles or incorporation of the
Association.
wirINESS \\ HEREOF'. this agreement was executed in duplicate originals by the duly- authori2„ed
representative of the parties hereto on the dayand year written as indicated F each of the parties named below:
FOR: 'f HE ENVIR(„)NMENTAL
MAN,AGEMENT COMMISSION
„
„Alan W,
Division of Water Quality
a
(Date)
ze.,c;,4
Davis Trace,
Name of DEVEALopp
[3\,-
j,„Eirooks Davis„ Manager
Print Name and Title
06/18,1(14
(Date)

07/08/04
Permit Number WQ0024101 a Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Individual
Extensions
Primary Reviewer Permit Contact Affiliation
sonja.williams
Permitted Flow
950
Facility
t
Facility Name
Davis Trace Sewer
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Davis Trace, LLC Non -Government
Owner Affiliation
J Davis, Manager
14624 Barney Dr
Charlotte
Dates/Events
NC 28227
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
06/23/04 l ig / 0 4.
Regulated Activities Requested/Received Events
Subdivision Additional information requested
Wastewater collection Additional Information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

Entity Names
http://www.secretary. state.nc.usfcorporations/soskb/Corp.asp?52895
NC
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh, NC 27626-0622 (919)807-7?M5
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Date: 7/8/2004
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Corporation Names
Name
Name Type
Davis Trace, LLC Legal
Limited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0568254
Current -Active
10/24/2000
Domestic
NC
Perpetual
Agent Name:
Registered Office Address:
Registered Mailing Address:
Principal Office Address:
Principal Mailing Address:
Davis, J. Brooks
14624 Barney Drive
Charlotte NC 28227
14624 Barney Drive
Charlotte NC 28227
14624 Barney Drive
Charlotte NC 28227
No Address
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1 of 1
7/8/2004 8:51 AM

po-TRACK API' t 1C;°ff1N for
z
0
0
LL
Z
z
0
1—
C.)
J
0
a.
Q
AViTY SE aa `ER
USE THE TA 'iZ KEY TO MOVE FRO
1. Owner -
la, Davis Trace, L.LC
Full Legal Name (company ` mu
FIELD TO
DI
cipaiit , HOA, utility, etc)
STATIONS, AND FORCE MAINS
Application Number.
(tea be completed by DWQ) 'A Q 2
1b. Ja Brooks Davis, Manag_er
Signing Official Name and Title (Please review 15A NCAC ,0206(b) for authorized signing officials()
lc, The legal entity who will own this system is:
Q Individual Q Federal Q Municipality Q State/County Q Private Partnership Q Corporation her (s.peci
l d. 14624 BarneLOrive
Street Address
North Carotin
1 h. [phone]
Telephone
2 Project (Facility) Infcnrrra
2aa, Davis Trace Sewer
Brief Project Name (p rm t will refer tta this name)
3 Contact Person
7(?4 844.6
Facsimile
1e. Charlotte
City
1 g. 28227._.,.
Zip Code
1). None
F-mail
2b. Mecklenburg
County Where Project is Located
3a, Denver Toler, P,E, /Eagle Engineering ._.._._ _ ... ... w___..
Name and Affiliation ofSomeone Who Can Answer Questions About this Application
3b. 1704 882-4222 .�_. 3c, dtoI r'@eag eon
Phone Number
1, Project is New D Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.).. Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is Q Public (skip to Item B(3)) l Private (go to item 2(a))
2a, If private, applicant will be. 2b, If sole(, facilities owned by a (must choose on
Q Retaining Ownership (Le, store, church, single office, etc.) or
O Leasing units (lots, townhomes, etc. - skip to Iten°r B(3))
Q Selling units (lots, townhomes, etc. go to item B(2b))
Charlotte -Mecklenburg Utilities
Owner of Wastewater Treatment Facili
cAlpine Creek Wastewater Treatment Plant
Name of WW� WNW
Charlotte -Mecklenburg Utilities
Owner of Downstream Sewer
The origin of this wastewater is (the*
CEI Residential Subdivision
Q Apartments/Condominiums
Q Mobile Home Park
Q School
Q Restaurant
Q Office
8..
Receiving Sewer
ll that apply)
E-
0 Public Utility (Instruction III)
J Homeowner Assoc,/Developer (instruction iV)
'TF)'Treuating Wastewater From This Project
4b, NC0024970
WWTF Permit No,
5e,
Permit Number of Downs _. . w. treana -..ewer (if known)
© Car Wash
Q Institution
Q Hospital
O Church
Q Nursing Home
Q Other (specify''): ___--
7. Volume of wastewater to ?e_penrtitted in this project: 950 gallons per day
100 % Dornestic/Cornrnerci:al
Industrial
°>L Other (specify):
If the permitted flow is zero, indicate why:
Q interceptor Line - Flow will be permitted is subsequent permits that connect to this line
Q Flow has already been allocated in Permit No.
Q Rehabilitation or replacement of existing sewer with no new flow expected

"r
11-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
From Charlotte -Mecklenburg Utilities (5 lots x 190 gpollot)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) Gravity or Force Main
(use the pull down menu)
2" 680 Force Main
6" 608 Gravity
W 8" 181 Gravity
z
Z
0
0
ENTER TOTAL LINE LENGTH IN MILES 0.278
0
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
2 Location ID Power Reliability Option
re (self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
O plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
Pump Station 1 0.00095 30 gpm @ 63' _ 4
ce
-
5
W
0
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
m Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or401 Certification? ❑ Yes ❑ No ® NIA
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® NIA
Stormwater? ❑ Yes ❑ No Z N/A

ir
-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
Qwaterbody; AND,
() ❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
• Location ID on Map
• (self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
From source to Goose f'.rAak Stevens Creek Mecklenburg Yadkin 09/01/74 C
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Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
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2.
Applicant's Certification:
1, J. Brooks Davis, attest that this application for Davis Trace Sewer has been reviewed by me and is accurate and
complete to the best of my knowledge. 1 understand that if all required parts of this application are not completed and
that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete. Note: in accordance with North Carolina General Statutes 143-215.6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of
a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation
ing'Official Signature
rofessional Engineer's Certification:
Date
! attest that this application for Davis Trace Sewer has been reviewed by me and is accurate, complete and consistent
with the information in the engineering plans, calculations, and all other supporting documentation to the best of my
knowledge. i further attest that to the best of my knowledge the proposed design has been prepared in accordance with
the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the
watershed classification in accordance with Division guidance. Although certain portions of this submittal package may
have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as
well as civil penalties up to $25,000 per violation.
2a. Denver D. Toler
Professional Engineer Name
2b. Eagle Engineering
Engineering Firm
2c. 310 Indian Trail -Fairview Road
Address
2d. Indian Trail
2e. NC 2f. 28079
City State Zip
2g. [phone] 2h. [phone] 2i. [e-mail]
Telephone Facsimile E-mail
4440
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Seal, Signature & Date

Ti W eKs ] o %c Map
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'"1
EAGLE
ENGINEERING
Letter of Transmittal
Attention: ? .
/Qp2E5VI U-E ©FrecE
9 t 4 ,4. ,qAI,v e-r
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We are transmitting the following items:
J-"' Prints ri Plans
f Copy of Letter rr Shop Drawings
7 Specifications
[1 Calculations
Re:
Date:
JUN 2 2004
1
06ie I ajiv
EEI Job Number: f! tp .-
►P09-v15
Application
h Check
Report
f Other
Copies
Date
No.
Items to be Transmitted
/ ex/4_ if I eppy App.- ) 1
$1O /
1 t17214 f 2 Carla OP 977'A) ,Ee levr PgV a
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1 SAP (40,41
1 g cc9 ei XEL (4$1 u7Y LE7TEi2 Fir V 9ie' J /3a?tad
These are transmitted as checked below:
For Approval
IT—, For Your Use
1 • As Requested
Remarks:
J For Review
Corrected Prints
f Copies for Distribution
17 Approved as Submitted
Approved as Noted
Copies for Approval
- Cc: File
Signed: Pe-i,t V' V 1 Y.
a3
Atlanta
106 I Cambridge Square, Suite 8
Alpharetta, GA 30004
Ph 678.339.0640
Fax [phone]
www.eagleonline.net
I-S66.EAGLENC
ariotte
3 I 0 Indian Trail -Fairview Road
Indian Trail, NC 28079
Ph 704.882.4222
Fax [phone]

05/212004
14:58 UNION POWER COOPERATIVE -* 9µ7048824232
NO.290 P01
Unton Power
---;.cooperative _
ithr
Date:
To:
Company:
Fax #:
From:
June 21, 2004
Denver Toiler
Eagle Engineering
[phone]
Robert Maxwell
Union Power's Fax #: [phone]
Pages: 1 (including this cover sheet)
ATa.IwpcErse Cuyerrti►ra elt
Mr. Toiler,
In response to your request for power outage information in the area
around the Davis Trace Subdivision in Mecklenburg County:
Union Power Cooperative's systemwide average annual electrical outage
time per account for the last 5 years is as follows: 1999 = 2.77 hrs., 2000 =
43.78 hrs., 2001 = 1.39 hrs,, 2002 = 17.18 hrs., and 2003 = 2.81 hrs..
Extreme winter storms during the years 2000 and 2002 added significantly
to the outage totals for those years (40.0 hours and 14.3 hours contribution
per account, respectively).
1 regret that 1 am not equipped to be able to provide historical outage data
that is taylored specifically to the Davis Trace Subdivision. However, I do
not have any knowledge to suggest that outages in this area have been
excessive or of duration that is beyond systemwide average levels.
The majority of electrical outages in this area have been caused by tree or
animal contact with our energized lines. Please call me at [phone]
if you have any questions or need any additional information.
r,,
Robert G. Maxwell, Ill
Manager of Engineering
Monroe Corporate Office • P.O. Box 5014 • Monroe, NC 28I11-5014 • FAX: [phone]
Oakboro Divialon • P.O. fax 549 • Oakboro, NC 28129-0549 • FAX: [phone]
Phone:.[phone] or 1-800-922.6840 a www.union.powc'a,tom

CH %RL`V 1 TK
CHARLOTTE-MECKLENBURG
UTILITIES
,June 1, 2004
Mr.. Denver Toler
Eagle Engineering
310 Indian Trail -Fairview Road
Indian Trail, NC 28079
SUBJECT: SANITARY SEWER FLOW ACCEPTANCE
DAVIS TRACE
TAX PARCEL# 195-102-23, 195-102-26, 125-102-37, 195-102-38, & 195-102-39
C-MU4 600-04-541
Dear Mr. Toler:
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concern by
the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer fines, Charlotte -Mecklenburg Utilities (C-MU)
agrees to accept the gravity sewage flow of 950 gallons per day (5 lots x 190 gpollot) from this project for
transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number NC0024970, for
treatment. This acceptance of flow is based on the existing capacity of the designated publicly owned
treatments works; which is contingent upon final acceptance and issuance of a discharge permit from the
appropriate local, State, or Federal Agency, whichever might have control.
C-MU does not expect any of the above conditions preclude sewer service to the subject site. However,
the applicant should understand that due to the involvement of other agencies and continuing growth of
the sewer system, the ability to provide service for future projects cannot be guaranteed nor reserved.
Connection to the C-MU system is accepted on a first come, first served basis.
If you have any questions, please contact meat (704) 391-5 129.
Sincerely,
CHARLO l I E-iwECKLENBURG U T ILi T IES
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division New Services Section
www.crnutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

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=Old Dowd Road/Paw Creek Basin
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. C. Spencer Alridge, 11, President
Davis Trace Utility Association
5708 Crown Hill Drive
Charlotte, North Carolina 28227-5551
June 17, 2004
Subject; Return of Permit Application Package
Davis Trace Sewer project
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Roy:
The Division of Water Quality's Mooresville Regional Office is unable to accept the enclosed application
package (and fee) for review for the following reasons:
✓ Please provide the name of the corporation (Permittee) exactly as it is listed on the Articles of
Incorporation with the NC Department of the Secretary of State. Upon searching the Corporations
Database through the secretary of State's web site (http://www.secretary.state.nc.us/Corporations),
This office was unable to locate a registered corporation by the name of Davis Trace Utility
Association. Please revise the application accordingly to reflect a registered corporation.
✓ Based on your answer to question B(2b) in the application, an Operational Agreement is required
by Instruction 111 of the application form. Note: If the Home Owners Association is not yet formed,
the project will have to be in the Developer's name with a signed OA (DEV 02/03 form).
V An 8.5 x 11 topo map was submitted as required in Instruction VI; however the site was not marked
on the map.
✓ Based on your answer to question B (11) in the application, a letter of power reliability is required by
the local power company for the subject area as required by 15A NCAC 2H .0219 (h)(3)(D).
Please note that the items listed above must be included and/or completed prior to resubmitting the
permit application package (with fee) for approval. Your application is being returned as incomplete in
accordance with 15A NCAC 2H .0208. The success of the fast -track approval process depends upon
the receipt of complete and accurate applications. Please make the appropriate corrections and
resubmit the application. The review process will then begin upon receipt of the completed and
corrected application.
Mooresville Regional Office
919 N. Main Street, Mooresville, NC 28115
DENR Customer Service Center
An Equal Opportunity Action Employer
Internet http//h2o.enr.state.nc.us/
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper
la,aor
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C. Spencer Alrldge
Page 2
June 17, 2004
Please be advised that construction and/or operation of wastewater collection system extension
without a valid permit is a violation of North Carolina General Statute 143-215.1 and may subject the
violator to appropriate enforcement actions in accordance with North Carolina General Statute 143-
215.6. Civil penalties of up to $25,000 per day per violation may be assessed for failure to secure a
permit required by North Carolina General Statute 143-2 1 5.1.
If you should have any questions regarding the acceptance of your application,, please do not
hesitate to contact me at [phone], Thank you for your cooperation.
Sincerely,
Sonja Williams
Consultant
Enclosures (application + check no. 105)
cc: Denver Toler, Eagle Engineering (no enclosures)
FT Application retum file